Hyderabad Growth Corridor Limited Tender

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Supply of 95 Sqmm 3.5 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I) of makes Polycab / KEI / RPG / Finolex / Havells / Paragon / V-Guard / Fortune Art / Gloster/ Suncab.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Supply, transportation and fixing of 210Watt LED Street light Luminaire with lumen output of not less than 26250lumens, with DALI /(0 to 10 volts)/(or any proved technology) dimmable driver as per the technical specifications , body made of pressure die cast LM6/ADC12 aluminum housing with powder coated, having toughened glass cover/UV stabilized Polycarbonate / Integrated optics cover, (Silicon gasket ensures Optical & Electrical compartments are IP 66 )protected, wide operating voltage range , P.F > 0.95, System having efficacy >125 lumens/watt, with Ingress protection IP66, Driver surge protection >4KV, External surge protection>10KV, THD<15%, CCT: 3000- 6500K as desired by the department and as per IS, CRI>70, Inbuilt Electrical protections like Over voltage, short circuit, Over load, Open Circuit, Miswiring, etc complete with BIS certification with 5 years warranty. The contractor has to furnish the manufacturer warranty letter, LM 79 and LM 80 certificate including making connections with 3CX2.5Sqmm PVC flexible copper cable and the Guarantee shall be not less than5 Years LUMINAIRE MAKE : PHILIPS / OSRAM / GE / CROMPTON / BAJAJ / SCHREDER / VIN / HALONIX / HAVELLS / HPL / SURYA / SYSKA/Capart / Fortune Art / FIEM / Panasonic. LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG LEDs

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Fabrication, Transportation, supply, errection and commissioning of hot dip galvanized octagonal pole with BSEN 10025 Grade S 355 Jo Steel plate for shaft, IS 2062 for base plate with door opening arrangement, including the Fabrication, Transportation, supply, errection and commissioning of hot dip galvanized octagonal pole with BSEN 10025 Grade S 355 Jo Steel plate for shaft, IS 2062 for base plate with door opening arrangement, including the supply of suitable boards with Bakelite sheet and MCB?s with making connections with inter connected wire leads and hinged door as per IS specification suitable to withstand the wind speed of 180 KMPH for 9mts height pole having dimensions bottom 190mm, Top 80mm with 3mm thick, base plate 280 x 280 x 20mm and 4 Nos of M 30 x 1000 mm long ?J? bolts along with template along with 1.5 Mtr length single Arm decorative type Bracket made with MS galvanized of 60.3mm dia of 3.6mm thick for main bracket and using 48.3mm dia of 3.2mm thick for supporting and providing Foundation and erection of octagonal pole duly erecting on standard template duly providing 4 No foundation bolts with nuts and providing M 20 grade CC work vibrated concreting mix with necessary Steele enforcement as directed by the engineer during execution including all labour charges and cost and conveyance of all materials etc complete as per the drawing enclosed etc complete for finished item of work. Foundation and erection charges with special T&P, for 9.00Mtrs long Octagonal / Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtrx0.60Mtrsx1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement as directed by the field engineers during execution including centering, decentering, water curing as required, soil exacavation, back filling, muffing removal and coil earthing including all labour charges and cost and conveyeance of materials etc and complete finished item of the work. with 5 Years of warranty . Makes: BAJAJ / VALMONT / TRANSRAIL/SKIPPER / UTKARSH / LAASMA / CONSOUL

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing, laying and fixing of 110mm dia HDPE pipes underneath footpath complete as per Drawing & Addl. Specifications including contractors profit and overheads complete for finished item of work and as directed by engineer in charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing, laying and fixing of 200mm dia drain pipes complete as per Drawing & Addl. Specifications including contractors profit and overheads complete for finished item of work and as directed by engineer in charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel as per clause 410

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;a) Providing and fixing of Moulded Shanks Raised Pavement Markers/ Road Studs made of Polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lense face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 TypeH and complying to specifications of Category A of MORTH circular No.RW/NH-33023/10/97 - DO III dt. 11-o6-1997. The height, width and length shall not exceed 50mm, 100mm and with minimum reflecting area of 13 sqcm on each side and the slope to the base shall be 35 +/- 5 degrees The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2mm and height not less than 30 +/- 2mm) from the body is to be a minimum values of 700kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside without nails and using epoxy resign based adhesive as per manufacturers recommendation and complete as directed bythe Engineer.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;a) Cautionary Hazard Marker sign

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;d) Route marker signs (450mm x 600mm)

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;b) Direction / Place Identification signs

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per section 800 a) Facility information Signs (800mm x 600mm)

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Supplying of hot applied thermoplastic road marking compound, 2.50mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass beads on Bituminous surface at 250gms per Sqm area, thickness of 2.50mm is exclussive of surface applied glass bead as per IRC 35 the material should be of BERGER Compny/ BERGER Equavalent and must comply with the following a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submittede for checking up the white index box of any vendor the department engineer may carryout random checking of the appplied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department), b) Luminance factor of the material should be in the range of 80-85% at 45 degrees centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262 part-1, 1989 and should pass at the range of 0 degree centigrade to 10 degree centigrage. D) Adhesion : Strong E) Softening point 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Visison: High as directed by the Engineer-in-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015. a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and Laying kerb painting with Synthetic enamel paints complete as per drawing, Technical Specifications Clause 803 (5th Revision) and as directed by the Engineer in Charge

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and Laying Plain Cement Concrete M 20 kerb as per drawing, Technical Specifications Clauses 409 and Section 1700 (5th Revision) and as directed by the Engineer in Charge.minimum quantity of 344 kg cement to be used per cum of concrete.a) M-20 Grade Median Kerb "A" Type Section over WMM

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Back filling with selected granular soil behind abutments, wing walls / Retaining walls and return walls with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. including compaction complete as per Additional Technical Specification.305 including contractors profit and overheads complete for finished item of work and as directed by engineer in charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and laying of Filter media behind abutment, wing wall, retaining wall and return walls with stone crushed aggregates satisfying the requirements laid down in Clause 2504.2.2. of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications including contractors profit and overheads complete for finished item of work and as directed by engineer in charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;d) Back filling with selected granular soil behind reinforced earth structure with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. including compaction complete as per Additional Technical Specification.305 including contractors profit and overheads complete for finished item of work and as directed by engineer in charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;c) Providing and laying of Filter media for RE wall with stone crushed aggregates satisfying the requirements laid down in Clause 2504.2.2. of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications including contractors profit and overheads complete for finished item of work and as directed by engineer in charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;b ) Construction of RCC M40 (With cement content 0.430 t/cum) grade crash barrier and friction slab for RE wall with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed including cost of reinforcement complete as per approved Drawings and Additional Technical Specifications including contractors profit and overheads complete for finished item of work and as directed by engineer in charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;a) Construction of Reinforced earth structures including Excavation for foundation, foundation concrete M20 grade (With cement content 0.344 t/cum) and cement concrete grooved seating in the foundation for facing elements with M35 grade (Cement content 0.422 t/cum) (facia material) ,Facia material and its placement , Assembling, joining with facing elements and laying of the reinforcing elements ,Earthfill with granular material which is to be retained by the wall With reinforcing element of steel/ aluminium strips/polymeric strips Construction of Reinforced Earth structures including supply of all components with facia panels. Soil Reinforcing element, foundation beam, capping beam including treatment/ improvement/ strengthening of ground, if required, complete as per Additional Technical Specification..3100 including contractors profit and overheads complete for finished item of work and as directed by engineer in charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;New jercy Crash Barrier -Provision of an Reinforced cement Concrete crash barrier in medians, constructed with Reinforced Cement Concrete M40 grade with Fibre Steel and as per details given IRC-119(Fig.26) , including dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations dircted by the Engineer, all as specified (Area-0.261 Sqm/Meter, Double Face).

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and constructing dissipation chambers at the toe of the water chutes with M 15 grade of concrete as per the drawings and Technical Specifications 1500 & 1700 as directed by the Engineer.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and Construction of water chutes with NP-2(as per IS-458-1988)300 dia RCC pipe (Semi circular) embedded in PCC M 15 including all costs of material and concreting works as per drawing and Additional Technical Specifications Clause A-19.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;b) Providing and Construction of unlined surface drains to the required lines and grades as per drawing and Technical Specifications Clause 309

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;viii) Gratings

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;vii) Weep holes

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;vi) Filter media

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;v) Reinforcement

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;iv) Drain walls concrete M-20 grade

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;iii) Raft concrete M-20 grade

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;ii) Foundation concrete M-15 grade PCC

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;i) Excavation for foundation

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per approved drawings complete and as per clause 811.3 .including contractors profit and overheads complete for finished item of work and as directed by engineer in charge

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and laying Pitching on slopes laid over prepared filter media including boulder laid dry in front of toe of embankment complete as per drawing and Technical specifications 2500 Grouted Stone Pitching

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and constructing filter material underneath the stone pitching on embankment slopes as per drawing and technical specification Section 2504

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing Bituminous Concrete with 100-120 TPH Batch type hot mix plant producing an average output of 75 tonne per hour using HBG crushed aggregates of Grading-II as per table 500-17 of specification 507 of MoRT&H (5th Revision), premixed with bitumen binder VG-40 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with Hydroststic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th Revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and laying of Dense Graded Bituminous Macadam with with 100-120 TPH Batch type HMP Producing an average output of 75 tonne per hour using crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen binder VG 40 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc., complete and as per MoRT&H specification No. 505 (5th revision)

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and applying tack coat with bitumen Emulsion (RS-1) (Bulk) using Emulsion pressure distributor at the rate of 2.0 to 3.0 kg /10 sqm over bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. '@ 2.0 to 3 kg /10 sqm over bituminous surface

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means for finished item of work as per MoRT&H Specification 502 (5th Revision).@ 7.0 kg to 9.0 kg/ 10 sqm

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;Transportation and disposal of surplus/suitable material beyond Beyond 5km and upto 10km lead all complete as per Technical Specifications Clause 201 & 301 , including contractor's profit and Overhead charges, Complete for finished item of work and as directed by the Engineer-in-charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;b) Loosening and Recompaction of existing ground where the existing ground is serving/suitable as subgrade to the required compaction to meet the requirements of Table 300-2 of MoRTH, including all hire and operational charges of T&P and complete for finished item of work as per MoRT&H specification 305 (5th Revision) , and as directed by the Engineer in Charge as directed by the Engineering in charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;a) Forming Subgrade with borrowed useful earth from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P and (excluding seigniorage) charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) , satisfying the Free Swell Index value less than 50%, soaked CBR value not less than 10% and other reqirements from clause 305 (5th Revision) and as directed by the Engineer in Charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;b) Forming embankment with Excavated material by mechanical means up to SDR with all leads and lifts including conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th Revision) including Contractors profit and Overhead charges but excluding Seignorage Charges and as directed by Engineers-in-charge

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;a) Forming embankment with borrowed useful earth from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 of MoRT&H, including all hire and operational charges of T&P and (excluding seigniorage) charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) , satisfying the Free Swell Index value less than 50%, soaked CBR value not less than 8% and other reqirements from clause 305 (5th Revision) and as directed by the Engineer in Charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;b) Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge.

Construction of 4 Lane approach ramps to the two RoBs under construction by Railways near Kollur;a) Earthwork excavation in soils up to SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., with disposal upto 1000 metres complete for finished item of work for trench cutting as per MoRT&H specification 301 (5th Revision) and as directed by the Engineer-in-Charge (Excluding Seigniorage Charge)